Drilldown: bridge data
From Indian River Lagoon Project
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'ARCHIES CREEK ' (1) ·
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'SR91 N/S TPK 83.91' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
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'.2MI S of LINDELL BLVD ' (1) ·
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'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 mile North of SR 786' (1) ·
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'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.85 mile South of Linton' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mile North of SR 786 ' (1) ·
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'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
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'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Palm Beach Garden Interch' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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98900 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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